wq0033543_Application (FTSE)_20211218

.3ign Envelope ID: CF457FF7-E7274758-93CF-9BBOAED336CC
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTEMSION APPLICATION
FTA 04-I6& SUPPORTING DOCUMENTATION
Application Number: !1 n o 33 s 3 " itobccompletcd by DWR)
All items must he completed ar the atrnlication Hill he returned
I. APPLICANT INFORMATION:
L Applicant's name: Town of Holly SpE� yY (company, municipality, 1I0A, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish. P. per ISA NCAC 02T .0106(b)
Title: NMwi Executive Director of Utilities and Infrastrucutre
4. Applicant's mailing address: 128 South Main Street
City: Hall d 5 State: Y-C Zip: 27540-
5. Applicant's contact information:
Phone number. (9j9) S77.5 �Ld address:
a v c
II. PROJECT INFORMATION:
L Project name: Garrison Pump Station
2. Application/Project status: ❑ Proposed (yew Permit) X Existing Pertit/Project
01
If a modification, provide the existing permit number: WQ0033543 and issued date: 11/09/2008
O
If new construction butpan ofa master plan, provide the existing permit number. WQ00
a>
u
3. County where project is located: Wake
o o
4. Approximate Coordinates (Decimal Degrees): Latitude:35-37-34.94= Long itude:78-50-27.61'
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5. Parcel ID (if applicable): 0648-72-2925
a .c
�t
(or Parcel ID to closest downs treamsewer)
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III. CONSULTANT INFORMMTION:
A �
Z !�
L Professional Engineer. Todd Simmons license Number. 033322
Firm: Freeland & Kauffman Inc.
Mailing address:-zogweat Stone Avenue
City: Greenville State: sC Zip: 29609
Phone number 864-672-3426 Email Address: tsimmonsCa7tk-inc.com
IV- WASTEWATER TREATMENT FACILITY ("'R'TF) INTORVIATION:
1. Facility Name: Uticy Crook WastewaterTroatment Plan Permit Number NC0063096
Owner Name: Town ofilolly Springs
V. RECEIVING DOWNSTREAM SMVER LNTORi1IATIO;1 (if different than WWTF):
1. Pennit Nurnber(s): WQgqjL15Doxmstream (Receiving) Sewer Size: 16 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS g 92
Owner Name(s): Town of Holly Springs
FORM: FTA 04-16
Page l of 5

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9B60AED336CC
VA I
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes []No 2 NIA
2. If the Applicant is a Developer of lots to be sold, has a De%'0110cr's OIhIational Agreement
l;OR I: DE been attached?
❑ Yes ❑No X NIA
3. If the .Applicant is a I I . ' A—nvintinn I
F Rbl I i 4 been attached?
❑ Yes ❑ No x N A
4. Origin of wastewater. (check all that apply):
❑ Residential Owned ❑Retail (stores,centers, nmalls)
❑ Retail with food preparation?service
❑ Car Wash
❑ I�IotelandlorMotels
❑ Residential Leased
❑ School / preschool/ day care ❑ Medical / dental; veterinary facilities
❑ Swimming Pool /Clubhouse
❑ Swimming PoollFdtcr Backwash
❑ Food and drink facilities ❑Church
❑ Businesses .'offices / Factories ❑ Nursing dome
x Other (Explain in Attachment)
5.
6.
7.
Natureofwas tewater: %Domestic/Commercial %Commercial
0/6 Industrial (See 15A NCAC 02T 010100)}
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
Has a flow reduction been approved under I 5A NCAC 02T .01 ? ❑ Yes ❑ No ;e fir« 1
i- If 'es m de a co of flow eduction a oval letter
Summatim wastewater generated by project:
f
Establishment Type (sce 02T.911i4MI
Daily Design Flow 'a' 1 No. of its I now
gal/
r1q GPD
Sal/
GPD
Sal/
GPD
gal/
GPD
Sal/
GPD
gall
C PD
Tot', C'D
a See 15A N 7AC 02T .01 l b d). (OL111-g-n-d-Lel-21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south orcast o1'the Atlantic Intracoastal Waterway to be used as vacationrentals as defined
in G.S. 4
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A N A . 02T0114 shall be
determined using available flow data, water using fuaures, occupancy oroperation pattems,and other meal ured data.
8. W astew•atergenemted by project: L GPD (per I 5A NCAQ 0' 0 )
D Do notinclude future flows orpreviously pcmritted allocations
if permitted flow is zero, indicate why:
❑ Pump Station orCsavity Sewer where flow will be permitted in sub sequentpermits that connect to this line
❑ Flow has already been allocated in Permit Number.
❑ Rehabilitation or replacement of existing sewer with no now flow expected
❑ Other (Explain)'.
FORM: FTA 04-16
Page 2 of 5

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9BBDAED336CC
VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & NIDC (Gra%itv__Se«ers):
1. Sumtmrize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,935
DIP
12
1,490
DIP
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
r"► Section III contains information related torninimum slopes for gravity sewer(s)
> 0%ersizing lines to meet minimum slope requirement is not allowed and a violation of the INIDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & ,_fPump Stations/Force Mains):
I. Pump station number or name: Garrison Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35-37 34•9° Longitude:78-50-27.61'
3. Design flow of the pump station: _
4. Operational point(s) of thepump(s):
millions gallons per day (fur capacity)
gallons per minute at feet total dynamic head (TDI1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
6,029
PVC
6. Power reliability in accordance with 15A �N­(;AC 02T 4.165th0l:
x Standbypower soureeorpump with automatic activation and telemetry - 15A NCAC 02T .0305(hXIXB):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow Iess than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC MT
.0305(h)(1)(C)
or
❑ Portable pun -ping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable powersourceorpump is dedicated to multiple pump stations,an evaluation of all thepump stations'storage
capacities and the rotation schedule of the portable power sourceor pump, including travel timef-amen, shall be provided
in thecase ofamultiple station power outage.
FORM: FCA 04-16 Page 3 of 5

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9BBOAED336CC
IX. SETBACKS &SEPARATIONS—(028.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC O2T .0305 t &
15A NCAC 02T.0305( contains minimum sc arations that shall be provided for sewers stems:
x Yes ❑ No
Setback Parameter*
Separation [required
Storm sewers and other utilities not listed below vertical
24 inches
Watermains vertical -water over sewer including in benched trenches)
18 inches
Watermains (horizontal)
10 feet
Reclaimed waterlines (vertical -reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private orpublic water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-N% B, SA,ORW, HQW, orSB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
* *Any otherstream, lake, impoundment, or groundwater lowering and surface drainage
ditches
10 feet
Anybuilding foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage system and interceptor drains
5 feet
Anyswinunina pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(c) contains alternatives where separations in 02T.0305(f3 cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications %; obliage
> If noncompliance with 0""O3O o see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) X Yes ❑ Na
> See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in designand construction
> As built documents should reference the location of arras effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAQ. 0'' .01(10? X Yes ❑ No
> This would include Trout Buffered Strearm per 15A NCAC 214.0202
4. Does the project comply with an individual 404 Permit orany401 Certifications? X Yes ❑ No
3► Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401 & Huffer Permilltng Branch
5. Does project comply with ,15A NCAC 02T.Ott1ROO) (additional permits/certifications)? X Yes ❑ No
Per 15A NCAC 02T.0105t0(6! directly related environmental perrnits or certification applications are being prepared, have
been applied for, orhave been obtained. Issuanceofthis pern it is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per UA NCAC 02TA402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes X No
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority Iines shall be inspected by the permittee or its representative at least once errry six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's indhidual System -Wide Collection permit,
FORM: ETA 04-16 Page 4 of 5

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9BBQAED336CC
X. CERTIFICATIONS:
1. Does the submitted systcmcomply with I5A NCAC 01rthe Mininwin D) igri C..ritcriai, ibr the Pemuttin p of Pri i;in Sta!ic,a s
and Force Main (latest version 1. and the, rt-avity Sewcr Minimum Design Criteria (latest version) as applicable?
x Yes ❑ No
If No, complete and submit the Variance.:Alternative Design Request application (VADC I0-14) and supporting documents for
review. AWzovall or the-reguest Is rcWjired mior (o submittal of the Fast Irack Almication and LuMrting documents
2. Professional Engineers Certification:
attest that this application for
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly nukes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which rnay
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
1.,J+; •4I Yam,\/17f%J ���f/
� ram{• -v• �
s `il 3 J r 22
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l.._-------------
3. Applicant's Certification per ISA NCAC 02T .0106(b):
II/17/20,
Kendra Parrish Director of utilities & infrastructure
I, attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge systemto surface waters or the land will result in an immediate enforcement action that nny include civil penalties,
injunctive relief, andioreriminal prosecution. I will make no claim against the Division of WaterResourees should a condition
of this pernrit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 143 215.FA and 143-215.6R, any person who knowingly rakes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil penalties up to S25,000 per violation.
OocuSigned byi
4t p�Ya PAMSL
Signature: r Date:
12/11/2020
FORM: ITA 04-16 Page 5 of 5

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D=Sign Envelope to., CF457FF7-E727.4758-93CF-9BBOAED336CC
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01111111111i:::�T
November 19, 2008
Ms. Stephanie Sudano, PE
Director of Engineering
Town of Holly Springs
P. O. Box 8
Holly Springs, NC 27540
Michael F. Easley, Governor
William G. Ross Jr-, Secretary
� ��1�1� North Carolina Department of Environment and Natural Resources
JAN 0 7 2003
Subject: Permit No. W00033543
Garrison Pump Station
Wastewater Collection System Extension
Wake County
Dear Ms. Sudano:
Coleen H. Sullins, Director
Division of Water Quality
RECOVEdu1
NOV 2 4 2008
ENqiNEERiNq
Please add Sewer Design
and Application
Certification form
In accordance with your permit application. received October 25, 2008, we are forwarding herewith
Permit No, WQ0033543, dated November 19, 2008 Issued, to the Town of Holly Springs for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein- This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 that requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual
system -wide collection system permit issued to the Permittee. Your attention is also directed to Permit
Condition 6 that requit Engineering Certification prior to operation of this -collection system extension. ;
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
a North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Holly Springs for the construction and operation of:
Noat hCarolina
Aat1rrallif
North Carolina Division orwntcr Qualii)- 1628 Mail Service Cenicr Raleigh, NC 27699-1628 Plione [phone] Custamer Service
Intcrnet: Locat;cn- 3800 Harrat Drite Raleigh- NC 27609 far [phone] 1-877-623-6748
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DocuSign Envelope ID CF457FF7-E727-4758-93CF-gBBOAE0336CC
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DocuSign Envelope ID. CF457FF7-E727-4758-93CF-9BBOAED336CC
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.

4ocuSign Envelope ID: CF457FF7-E727.4758-93CF-9BBOAED336CC
Town of Holly Springs
Page 2
November 19, 2008
• Approximately 3,935 linear feet of 8-inch gravity sewer, and
• Approximately 1,490 linear feet of 12-inch gravity sewer, and
• A 403 GPM @ 75' TDH pump station with a minimum of duplex pumps, on -site audible and
visual high water alarms, and an on -site generator with automatic transfer switch, and
• Approximately 6,864 linear feet of 8-inch force main
to serve 96 single family dwellings as part of the Garrison Pump Station project, and the discharge of
24,480 gallons per day of collected domestic wastewater into the Town of Holly Springs existing
sewerage system, pursuant to the application received October 25, 2008, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Town of Holly Springs
Utley Creek Wastewater Treatment Facility (Permit No. NC0063096) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have any questions regarding this permit or require any additional information, please contact
Barry Herzberg at [phone], or by e-mail to barry.herzberg.Oincmail.net.
Sincerely,
J
for Coleen H. Sullins, Director
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
CC' Wake County Health Department
Raleigh Regional Office, SWP
Randall Miller, PE; Thompson & Assoc., 153 Holly Springs Road, Holly Springs, NC 27540
Deborah Gore, PERCS Unit
Central Files

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-98B4AED336CC
SSO (or the most current Division approved form), within five days following first knowledge of the
occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. Per Condition 1 (2), Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control.
Permit issued this the 19"' Day of November 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
Permit Number W00033543
Town of Holly Springs
Garrison Pump Station

DocuSign Envelope 10: CF457FF7-E727-4758-93CF-9BBOAED336CC
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A
complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Gravity sewers installed below the minimum required sloe per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be
certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions
have been examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 26 .0200 and 15A NCAC 2H _0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Raleigh Regional Office,
telephone number 919-791-4200, as soon as possible. but in no case more than 24 hours or on
the next working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Initial voice mail messages or faxed information shall not be considered as the initial verbal report.
Overflows and spills occurring outside normal business hours may also be reported to the Division
of Emergency Management at telephone number [phone] or [phone]. Persons
reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-

DocuSign Envelope 1D: CF457FF7-E7274758-93CF-9BBOAED336CC
FAST TRACK ENGINEERING CERTIFICATION
Permit No. WQ0033543
Town of Holly Springs
Garrison Pump Station
November 19, 2008
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
[ RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER
RALEIGH NC 27699-1628
i
I
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ use only:
Flow from this project is tributary to: Holly Springs

DocuSign Envelope ID: CF457FF7.E727-4758-93CF-9BBOAED336CC
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM ExTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTLNG DOCUINIENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents haw been prepared In accordance r►ith, I SA
NCAC 02T, 15A NCAC 02T 0 00,Disision pnlicies and good engineering practices.
While no upfront engineering design documents arc required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track pemM application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02i .0305 and the applicable minimum design criteria. These
documents shall be available upon requestby the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303
Projects not eligible for review via the fasttrack process (must be submitted for full technical review):
> Projects that require an environmental assessment in accordance with 15A NCAC IC .0100;
> Projects that do not meet any part ofthe minimum design criteria (MDC) document;
> Projects that involve a variance from the requirements of 15A NCAC 2T;
> Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinderpumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains),
> Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
x Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
x List all items included in the application package, as well as a brief description of the requested permitting action.
> Be specific as to the system type, number of homes served, flow allocation required, etc.
> If necessary for clarity, inc lude attachments to the application form.
C. Application Fee (All New and IMajor Modification Application Packages):
x Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
x Submit the completed and appropriately executed application.
> If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate Riled with the Register of
Deeds in the county of business.
x The Project Name in Item II. I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
x The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En 'necr.
x The Applicant's Certification on Page 5 of the application shall be signed in accordance with I5ANCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15ANCAC 02T .0106(b).
INSTRUCTIONS FORFORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9BBOAED336CC
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast -Tract Application for Gravity Sewers, Pumn
Stations, and Force Mains for extension to the Town of Holly Springs Sewer System
Project: Garrision Pump Station
Design Engineer: Freeland & Kauffman, Inc., Attn: Todd Simmons, PE
Address: 209 West Stone Avenue, Greenville, SC 29609
Phone Number: 864-672-3426 Email: [e-mail]
Date Complete Application Package Received by Town: 11 /17/20
DJ
Date Approved: 12/I1/2020 (by kt" 12/11/2020 (by KDP)
As design engineer for this project, I certify the following (please check fr) each applicable box):
0 That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and NCDENR Sanitary Sewer Design
Regulations;
© That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
X One original and one copy cover letter including a project narrative
N/A A check in the amount of S480.00 to DENR
NIA A check in the amount of $200.00 Town processing fee
X One original and one copy of the State of North Carolina Fast Track
Application for Gravity Seivers, Pump Stations, and Force Mains
N/A Two copies of FTSE 08-13 Flow Tracking/Acceptance Form
X Two color copies of a 8.5-inch by 1 I -inch portion of a 7.5 minute USGS
Topographic Map showing project area
X Two copies of a street level map showing all relevant project areas
X One copy of the locally -required Design and Application Certification
Design Engineer's Signa re r-
In addition, once your construcua drawings are approved and this application is complete, you
will receive a copy of the Town's letter of transmittal to the State as your confirmation that the
application is complete and has been forwarded to the State for permitting. Please contact Sara
Emig at [phone] if you do not receive this confirmation or if you have any questions.
Engineering Department - P.O. Box 8, Holly Springs, NC 27540
919-557-3938 - 919-552-9881(fax)
e�
2z
12/11/2020
2003 5ewcr Design Application Curtitication
04.11.2018

� �rTHE TOWN OF ,O�r011y Sprngs
December 18, 2020
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
To Whom It May Concern:
NC Dept of Environmental Quality
DEC 21 2020
Raleigh Regional Office
The enclosed check is for payment of the submittal fee for a fast -track sewer extension
application, which was recently submitted via email to Jason Robinson and Ted Cashion. Below
is information regarding the submittal associated with the enclosed payment.
Email submittal date: December 18, 2020
Name of Project: Garrison Pump Station Abandonment
Applicant: Town of Holly Springs
Design Engineer for Developer: Todd Simmons, PE, Freeland & Kauffinan, Inc.
Check: #79178 from The Town of Holly Springs
Please feel free to contact me at theresa.randallPhollyspringsnc.gov or 919-567-4009 with any
questions.
Thank you,
Theresa Randall
Utility Permitting Specialist
CC: Rachel Ingham, Utility Engineer
Project file:!Correspondence #1001
Engineering Department
P.O. Box 8 • 128 S. Main Street • Holly Springs, NC 27540 • www.hollyspringsnc.us

,' r[ t. j . I- L i 4

ki
THE TOWN OF 0lly Springs
December 18, 2020
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
To Whom It May Concern:
The enclosed check is for payment of the submittal fee for a fast -track sewer extension
application, which was recently submitted via email to Jason Robinson and Ted Cashion. Below
is information regarding the submittal associated with the enclosed payment.
Email submittal date: December 18, 2020
Name of Project: Garrison Pump Station Abandonment
Applicant: Town of Holly Springs
Design Engineer for Developer: Todd Simmons, PE, Freeland & Kauffman, Inc.
Check: #79178 from The Town of Holly Springs
Please feel free to contact me at theresa.randall a, hollysprinusnc.<szov or 919-567-4009 with any
questions.
Thank you,
Theresa Randall
Utility Permitting Specialist
CC: Rachel Ingham, Utility Engineer
Project file., -'Correspondence # 1001
Engineering Department
P.O. Box 8 - 1.28 S. Main Sheet - Holly Springs, NC 27540 - wivw.lzollyspringsnc.us

DocuSign Envelope ID. CF457FF7-E727-4758-93CF-g880AED336CC
THE TOWN OF
December 1 I , 2020
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Sprin
Re: Application for Sewer Extension Permit
Project: Garrison Pump Station Abandonment (Existing Permit #WQ0033543)
Dear Sir or Madam:
Please find enclosed the following items in application for a sewer extension pert -nit to the Town of
[-folly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
o A check in the amount of S480.00
0 One copy of previously approved permit
0 One original and one copy of the State of North Carolina Forst Track Sower Siveln
Evtension Application (FTA 04-16)
0 Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of 8.5-inch by I 1-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level snap showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Feel free to contact me at 919-577-3150 should you have any questions or need additional
information in order to process this application.
Sincerely,
Oeeu4ipn.d by:
PaMS , 12/11/2020
endira'15'.Wrrish, P.E., CFM
Director of Engineering
KP/tr
iD$m
Rachel Ingham
Utility Engineer
cc: Project Consultant Engineer, Todd Simmons, Freeland & Kauffinan, Inc.
Rachel Ingham, Utility Engineer
Drew Johnson, Development Construction Manager
Theresa Randall, Utility Permitting Specialist
Project file/Correspondence #41846
12/11/2020
3002
04.17.2018
Engineering Department
P.O. Box 8 - 128 S. Main Street - HoIIN, Springs, NC 27540 - cvw%v.hollysprillgsIlCAIS

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9BBOAED336CC
FREELAND and KAUFFMAN, INC.
ENGINEERS / LANDSCAPEARCHITECTS
November 16, 2020
Town of Holly Springs • Engineering Department
Attn: Shirlena White
128 S. Main Street
Holly Springs, NC 27540
919-557-3119
Subject: Lowe's Off Site Sewer Construction Drawings — Project No: 18-08-03
Shirlena,
This letter is being sent to confirm our receipt of the Off -Site Sewer Application Comments dated 10/21 /20. We
have provided below a summary of responses to these comments:
CONSTRUCTION DRAWING REVIEW CHECKLIST COMMENTS
PAGE 4
1. On Section [I.1, correct spelling to "Garrison"..
The requested correction has been made.
2. On Section V.1, provide the W00037350MOD to the permit number, add 16" to the sewer size, add
WQCSOO192 to the statewide collection system permit number, and Town of Holly Springs for the owner's
name.
The additional Information has been added.
PAGE 6
1. On Section VIII, add pump station number or name, design flow of the pump station, operational points of
the pumps, and feet of total dynamic head. This information can be pulled from the original permit
Per prior discussions with NCDEQ for modifying an existing permit, our understanding Is that the only
Information to be shown on the application is the components that are to remain. In light of the pump
station being taken off line, no pump Information is applicable. The length of 8" pvc forcemain
currently listed on the application is the length of line that is to remain In use. The lengths of 8" and
12" gravity sewer shown are the amounts on the original permit as no lengths of these lines are to be
abandoned. Based on our understanding, as state, no changes have been made to the application in
response to this comment.
PAGE 8
1. On Section X.2, add PE's Signature, Seat, & Date.
The requested additions have been added to the attached application.
Included with this re -submittal are:
• Comment Response Letter
• Project Narrative
• NCDEQ Fast Track Application for Gravity Sewers, Pump Stations, & Force Mains
• Color USGS Map
• Street Map
• Sewer Design & Application Certification
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone]
Page 1 of 2

DocuSign Envelope ID: CF457FF7-E727-4758-93CF-9BBOAED336CC
FREELAND and KAUFFMAN, INC.
ENGINEERS /WDSCAPEARCHITECTS
Please do not hesitate to contact us should there be any questions or a need for additional information.
CRD
Regards,
r
Clifton R. Dellinger
209 West Stone Avenue - Greenville, South Carolina 29609 - Telephone [phone]
Page 2 of 2

Docu5ign Envelope ID: CF457FF7-E727-4758-93CF-9BBOAED336CC
Garrison Pump Station Abandonment
Scope Narrative
The attached plan has been developed in order to provide direction on abandonment of the Garrison
Pump Station (Permit No. WQ0033543).
At the pump station after the power is disconnected, the jib crane, odor control pump, submergible
pumps, valve box and valves are to be removed. Once the electrical controls are removed and the parts
saved, the electrical building is to be removed. Additionally, the wet well risers are to be removed down
to the bottom sections and remaining filled with gravel.
Flow that was being received at the Garrison Pump Station will be diverted via gravity extension to the
Basal Creek Pump Station (Permit No. W00037350 as modified on 07-08-2020).
835 If of existing 8" force main sewer line is to be abandoned from the Garrison Pump Station to a point
0.12 miles north on the east side of Piney Grove Wilbon where the proposed 8" force main sewer is
connected from Basal Creek Pump Station under permit no. W00037350.

Robinson, Jason
From: Kendra Parrish <[e-mail]>
Sent: Thursday, January 28, 2021 12:23 PM
To: Todd Simmons; Robinson, Jason; Rachel Ingham; Elizabeth Goodson
Cc: Theresa Randall; Drew Johnson; Cashion, Ted; Deck, Erin M
Subject: RE: --[EXTERNAL]--RE:----RE: -Garrison Pump Station
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good afternoon,
I apologize for the confusion.
The flow that was in the original Garrison Street Pump station permit (24,480 gpd for 96 single-family homes)
should be included in the modification.
Thank you for your help.
Kendra D Parrish, PE, CFM
Executive Director of Utilities & Infrastructure Services/
Interim Public Works Director
O F
Northc Town of Holly Springs
PO Box 81 128 5 Main Street I Holly Springs, NIC 27540
Office: [phone] i www.hollyspring-snc.us
Facebook I TwitterI Instagram
From: Todd Simmons <[e-mail]>
Sent: Tuesday, January 26, 20213:21 PM
To: Robinson, Jason <[e-mail]>; Rachel Ingham <[e-mail]>; Kendra
Parrish<[e-mail]>; Elizabeth Goodson <Elizabeth.Goodson@ hollyspringsnc.gov>
Cc: Theresa Randall<[e-mail]>; Drew Johnson <[e-mail]>; Cashion,
Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: --[EXTERNAL]--RE:----RE: -Garrison Pump Station
Jason
We have no problem adding the flow to the Garrison PS Application. Will defer to the Town (Kendra) to ensure that is
acceptable to them.
Thanks
Todd Simmons, PE
Freeland & Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609

864.672.3426
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, January 26, 202110:13 AM
To: Rachel Ingham <rachel.in ham holl s rin snc. ov>; Todd Simmons <TSimmons(cDfk-inc.com>; Kendra Parrish
<kendra.Parrish@ hollyspringsnc.us>; Elizabeth Goodson <Elizabeth.Goodson@ hollvspringsnc gov>
Cc: Theresa Randall<[e-mail]>; Drew Johnson <[e-mail]>; Cashion,
Ted <[e-mail]>; Deck, Erin M <erin.deck ncdenr. ov>
Subject: RE: ---RE: -Garrison Pump Station
HI Rachel,
I also looked at the Basal Creek PS Permit mod that was issued in July 2020, and there is no flow associated with it (Flows
are included in the permit description on page 3 of 8 of the permit).
I'm thinking that the flow that was in the original Garrison Street Pump station permit (24,480 gpd for 96 single-family
homes) will need to included in the modification that we will be issuing. If that's the case, we'll need the engineer and
applicant (Ms. Parrish) to confirm the adding of this flow to the Garrison PS application. (Typically we'd ask for the app
to be modified, re -signed and re -submitted, but since it's minor and a lot of us are teieworking, it can be done via email).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Rachel Ingham �ailto:[e-mail]]
Sent: Tuesday, January 26, 20218:10 AM
To: Robinson, Jason <[e-mail]>; Todd Simmons <[e-mail]>; Kendra Parrish
<[e-mail]>; Elizabeth Goodson <Elizabeth.Goodson @hollyspringsnc.gov>
Cc: Theresa Randall <theresa.randall halls rin snc. ov>; Drew Johnson <[e-mail]>; Cashion,
Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE: -Garrison Pump Station

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Retort Spam.
Good morning, Jason, and thanks for the follow up. I'm including Elizabeth Goodson on this thread because she may
have some insight on the Basal Creek Modification permit that was submitted and approved earlier this year.
I pulled the permit application for the Basal Creek Pump Station modifications, and I don't see a flow tracking sheet — is
that what would have transferred the Garrison flow to Basal Creek?
What do you need from our end to correct this issue, and which modified permit will that flow be included on (Basal
Creek)? Thanks for your guidance on this one.
ye��,ccs Rachel Ingham, PE Utility Engineer
Town of Holly Springs Utilities & Infrastructure Services
& 1 PO Box 8 1 128 S Main St I Holly Springs, NC 27540
Office: [phone] 1 Cell: [phone]
www.hollvspdnasnc.gov
d'a r!!ti
From: Robinson, Jason <[e-mail]>
Sent: Monday, January 25, 20215:57 PM
To: Todd Simmons <[e-mail]>; Rachel Ingham <rachel.in ham holl s rin snc. ov>; Kendra Parrish
<kendra. Parrish 12 holl s rin snc.us>
Cc: Theresa Randall<[e-mail]>; Drew Johnson <[e-mail]>; Cashion,
Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: --[EXTERNAL]--RE: -Garrison Pump Station
Thanks Todd,
Another question:
The original Garrison permit included the discharge of 24,480 gpd for 96 single-family homes. Unless this flow
will be transferred to another permit, it should have been included on the application and will be included in the
modified permit.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your

requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Todd Simmons imailto:TSimmons[Ofk-inc.com]
Sent: Monday, January 25, 20215:14 PM
To: Rachel Ingham <[e-mail]>; Robinson, Jason <[e-mail]>; Kendra
Parrish <[e-mail]>
Cc: Theresa Randall <[e-mail]>; Drew Johnson <drew.iohnson@hollvsprin sg nc.us>
Subject: RE: --[EXTERNAL]--Garrison Pump Station
I CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
1 Report Spam.
Jason
The new gravity line was permitted separately (see attached permit).
Thanks
Todd Simmons, PE
Freeland & Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609
864.672.3426
From: Rachel Ingham <rachel.ingham@hollvsprin sn� c.eov>
Sent: Monday, January 25, 20215:11 PM
To: Robinson, Jason <[e-mail]>; Kendra Parrish <[e-mail]>; Todd
Simmons <[e-mail]>
Cc: Theresa Randall <theresa.randa112hoilyspringsnc.gov>; Drew Johnson<[e-mail]>
Subject: RE: --[EXTERNAL]--Garrison Pump Station
Todd,
Can you please field this question from Jason below? Thanksl
e;,If
Rachel Ingham, PE Utility Engineer
Town of Holly Springs Utilities & Infrastructure Services
PO Box 8 1 128 S Main St I Holly Springs, NC 27540
Office: [phone] 1 Cell: [phone]
www.hollysprinasnc.gov
- 43e.h
From: Robinson, Jason <[e-mail]>
Sent: Monday, January 25, 20215:00 PM
To: Kendra Parrish <[e-mail]>; tsimmonsCulfk-inc.com
Cc: Theresa Randall <[e-mail]>; Rachel Ingham <[e-mail]>
Subject: --[EXTERNAL]--Garrison Pump Station
Todd & Kendra,
We are reviewing the application to modify the Garrison Pump Statin Permit.
4

The modification is to remove the pump station and some of the 8" forcemain.
The narrative with the application states that the flow that was being received by the Garrison Pump Station will be
diverted via gravity extension to the Baal Creek Pump Station. However, the new application contains the same amount
of 8" and 12" gravity line that is included in the original permit. Will there be new gravity line constructed to divert the
flow?
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting U dates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).